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HomeMy WebLinkAboutNOASCANNED BY M IAM I•St. i�,11 de county MIAMI-DADE COUNTY ® DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the' use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series LOSGD-770" Aluminum Sliding Glass Door w / 90° & 1356 corners — L.M.I. APPROVAL DOCUMENT: Drawing No, PGT0130, titled "Series 770 Ahem. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28,2017 6325D Page 1 FILE COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123. 10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,,EV (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NDA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-61h Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6,h Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE.HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-0036 AND FTL-7554 I !lass I Description (Llstad from Exterlar to Interior) G5 1' Laminated LG.: 311E T Extedor Cap +3W Air Spsoe+ 7116' Laminated; (2) Liters or3110' HS Glass with .090" PVB htedayer GSA 1' Laminated LG.: 1/4' T Extedor COP + 6/16" Air Space+ 7119' Laminated; (2) Utes of 3116' HS Glass wkh .090' PVB Ydedayer G6 1' Laminated LG.: VIVO T Extedor Cap +3Ir Air Space + 7116' Laminated; (2) Utes of 3/16• HS Glass with .09T SG Warlayer G6A P Lmrdn W LG.: Ile T Extedor Cap+ Sf16' Alr Space+ 7116' laminated; t2) Utes of 3116' HS Glass wkh .090' SG Irtedayer G7 711tr Laminated: (R) L9es of 3N6" ANN Glass wllh .090' SG mtedayor 07A 9115' Laminated: (2) Lkos of 114" ANN Glass weh .WO" SG Lderleyer G8 P Lamirtated LG.: 3116' T Extedor Cap + aW AG Space+ 71110 Lamtnated; (2) Liles of 3116' ANN Glass wkh .W SG Interlayer cme rfe.. 1-11n•+rA-TFfeA-roe+Sri&-Ail Snece+7/16'Laminated: Q)Utas of3116' ANN Glass Wkh.690' SG lnledayer =ANNEALED 'HS' = HEAT STRENGTHENED 'T' = TEMPERED 'PVB' =.09T TROMFOLS PVB BY KURARAY AMERICA, INC, 'SG'=.OW' SENTRYGLAS®BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 8,3 ON RATED FOR LARGE 8, SMALL SHEETS 6, 7B 6 MISSILE IMPACT RESISTANCE CODES / STANDARDS USED: 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION :ASTM E13CO-09 OANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION :ALUMINUM DESIGN MANUAL, ADM-2016 :AISI S1100.12 :AISC 36D-10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2 3 GLAZING DETAILS ............ 4.5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS..............12-14 ELEVATIONS..._................15.16 PANEL / SILL TYPES.........17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 I'-' JW' I o4MY17 I - C I UPDATED rO FBC 2017, REVISED TABLES 1, 2 3 &A A VEMCF FL3075 (941)48061600 CERT. OFAUTH. 92MO TAcf G A - Anchor Group Anchor type Frame Member Substrate Min. Edge Distance Min. D.C. Distance MI Fmbadmint or Metal Thickness A #12 1" EMS. (Fy=60 ksi, F,= 95 ksl) 012410 SS EMS, (Fy= 90 kal, F,- 110 ksl) AB Southern Pine (SG = 0.55) 9/18' 718' 1-3/8' 6063•15 Ahaninum 318" 9116" MOOT A36 Steel 318' 9116" 0.050• Gr. 33 Steel Stud 318" 9/16, 0.045' (IS Go) 1/4' Elco Aggre-GetordD Fy=57 ksl. F,=95 kal M Concrete min. 2.22 k51) 1-1/2• 3' 1-38" Jamb / P-hook Filled Block ASTM C90 2" 3" 2" Jamb / P-hwk Hollmy Block(ASTM C90 2" 3" 1-1/4' Ali Southern Pine SG=0,55 1" 1' 1.118" B 1H2 Steel SMS (Gr. 6) (min to threads r. 6) metal substrate) q0 Southern Pine (SG = 0,55) 9/16' 71W 1.1I8' 6063-76 Aluminum 318' 9/16" 0.090" A38 Steel 3/8' 9/16• 0.050" Gr. 33 Steel Stud 318" 9116` 0.046' 18 Ga C 114' Mco UIIraCorid) F,-155 ksl, F,=177 kel All C mle (min. 2.85 ksQ 1• 4' 1-18' Jamb / P-hook Hollow Block (ASTM C90) 1' e' 1-114' 114' Elco UtraColg Fy-155 ksl, Fe 177 ksl All Concrete (m n. 2.85 ksl) 2-112- 4" 13B' Jamb! P-hook Jamb! P-hook Filled Block ASTM C90 Hollow Block ASTM C90 2.112' 2.112° 4' 61 1,V4" 1-1/4" D 1/4" 410 SS Elco CreleFlexv Fy-127.4 kal. F,=1S9.7 kai Head / Sill Concrete min. 3.35 ks 1• 4• 1 13/4' ,lamb) P-hook Concrete min. 3.35 ks 1' I tr I 1-Y4" Jamb / P-hook Hollow Block ASTM C90 2.11T 1 6' 1 1414" AN Southern Pine G e 0.55 1• 1 1' 11�I8' 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY - 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK as complycing with the Florida PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS BULlding odo INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No. 17-0420.12 DEPICTED AS 2X ARE 1-11T THICK OR GREATER. IX AND 2X BUCKS F.Kpiratlon Dato 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER ay LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Mlaml a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES/ SERIES 770 ALUM. s!D-rm I NTS 11 w 22 I PGT0130 ........... V '�i � � ,.• L1GENgF •. C� �^ Q.r• * : NO.58705 All. a Ign RI LE0`. A LYNN MILLER, P.E. P.EJ158705 EXAMPLE CONFIGURATIONS MAX. UNITWIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 / t loan lr POCKET in MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH rAW PER TABLES 1-3 9 MAX. UNIT t3 e HEIGHT e / PER TABLES 1-3 J 2-PANEL NOM. PANEL WIDTH B` I NOM. PANE DTH _ PER TABLES 1-3 3 PER LIES 1_3 1 I 9 19 I 13 I 1 13 19 19 1 1d ; o & o . UNIT MAX. UNIT t 1a 1a y HEIGHT I t3 HEIGHT 19 1 1 w g PER PER TABLES 1-3 ' S ABLES 1-3 POCKET 3-PANEL CONFIGURATIONS 13 1 13 MAX. UNIT WIDTH NOM. PANEL WIDTH t 13 13 ®is PER TABLES 1-3 Li PERTABLES 1-3 m m m m CONFIGURATIONS NOTES: ' 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB - LOCATIONS USING DETAIL "JW , "JC", "Kw" OR "Kc° INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. ��f---, � 2) 80° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. N Jc j O a o 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 4 I�`dy "X" = OPERABLE PANEL, $ p "0- = INOPERABLE PANEL, POCKET I POCKET DETAIL LETTER I rV ___ J �°w" = WOOD OR METAL INSTALLATION CONCRETE INSTALLATION EET NUMBER MAX. UNIT WIDTH DLO W IDTH = M. PANEL WIDTH -7" DLO HEIGHT = D R UNIT HEI HT-10.125" 1 ` t2 12 t3 PANELHEIGHT=D RUNIT EIGHT-1.866" En m m 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH I PER TABLES 1.3 Jc � ' �w�" MAX UNIT e 1 t Meg a y �W . I HEIGHT PER TABLES 1-3 I o Qp lHa POCKET 11 1 I [7(TQ2�IOR � I Jw Jc i 14 1 logo o� POCKET 14 1 NOTE / 2. Tkus SHEET. . 5-PANEL CONFIGURATIONS ` CORNER, TYP. L--- ,E ,•'. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) 1070 TECHNCLOGYMW AL YENICE, an,:7s EXAMPLE CONFIGURATIONS H' (9ti1480.1900 fp" odx m CERT.OFAIRR [zMUT SERIES 770 ALUM. SGD - LM' IMPACT copv-1R 01IM7 C NO CHANGES THIS SHEET: ppABN�x`G"! �� a+., °1n�°"�' er mm• ra"e."a 0tle a�savFo°re SGD6770 TS 2 - 22 PGT0130 1R i0/1Wf4 PRODUCT REVISED as compsyIng with tho Florida Dullding Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 `11111111 fill,, �,'�; ••• UDENSF • ����� * : No.587D5 aZI �i�• •FCORIDP. '\C��� 70NAL '� �111111111t1� A LYNN MILLER, P.E. P.ER58705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH 355-7/16- @ 96- HEIGHT 300-1/4' @ 120- HEIGHT NOM. PANEL WIDTH ! Ac PERTABLES 1-3 t t to t 19 t9 19 9din 9 MAX. UNIT 1 13 is 1 t HEIGHT, t o 9 9 s 19 19 96" OR 120' NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT I i PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT t i PER TABLES 1-3 NO 6-PANEL CONFIGURATIONS 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH 8-PANEL CONFIGURATIONS 1070 7ECHNOLOGYORM M YEMC, FL $4275 (041)4861600 CERT.OFAUDl.1Y29298 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'Jw ,'Jc','Kwo OR'Kc' INSTALLATION. EXAMPLE: 4-PANEL)O= IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 'W = OPERABLE PANEL, "O' = INOPERABLE PANEL, °p" = POCKET DETAIL LETTER WW = WOOD OR METAL INSTALLATION "c'=CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125' o Q PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" z�y N 5 t �g4e / ARISq_ POCKET y ERIES T70 ALUM. SGD - LM IMPACT neerc ,� ea.� n.+nx. SGD-77o NTS 3 - 22 PG70130 PRODUCT REVISED NOA-s camelying with the Florida ng Codo 17-0420.12 HOA-No. F.plratlon Data 02/17/2020 PtV LYNAr i 7E . No. 58705 •• � T 01VAL A. LYNN MILLER P.E. P.ER 58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16' NOM. 7/16' NOM. 1" NOM. 3/16" HS GLASS 3/16' HS GLASS 3/16' HS GLASS — .090" PVB .090" PVB 090" SG 3/16" HS GLASS 3/16" HS GLASS 74 3116' HS GLASS 74 318" AIR SPACE 3/16" T GLASS 62 82 — 83 EXTERIOR 3GLASS EXTERIOR 3GLASS 3/4" NOM. _ 124-127 GLASS BITE BITE SITE EXTERIOR g0 _ 80 1�Y 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9/16" NOM. 1' NOM. 3/16" HS GLASS 1/4" HS GLASS 1/4'• HS GLASS .090" PVB pgp" pyg 3/16" HS GLASS- 74 HS GLASS 74 1/4" HS 5116" AIR SPACE 74 — 1/4" T GLASS PRODUCCT REVISED 82 B283 as co Congowith the Florida d 3/4' NOM. &GLA ng NOA-No. 17-0420.12 EXTERIOR GLASS EXTERIOR 3/4" NOMEx 124127 im6on Date 02/17/2020 GLASSPBTTE BITE BEXTERIOR Miami-Dn otluct Control a 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A .� LY77 GLAZING NOTES: 1q :' No. 58705 ?,NN'=ANNEALED�rl HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. l 'T" = TEMPERED =�0 y� 'PVB'=.090"TROSIFOL®PVBBYKURARAYAMERICA,INC, toro7Ecr+uaocratavE N. VEWC4 FL N2T5 GLAZING DETAILS ;-n� •. <oRID 'SG" _ .090' SENTRYGLAd' BY KURARAY AMERICA. INC. Iset)4so tda 'isS ...........CGS cERr oFiu7rH ezazae SERIES 770 ALUM. SGD - LM IMPACT ''� j, fN�ALyuE_N.�`` JR OONSH7 C NO CHANOESTNISSHEEP. c"v� danr auw,cse m.e u..nsa. a.c A.LYNNI{11Liet{P.E. nTM" • o.m o y POTN " ° �j�G® SOD 77o NTS 4 - 22 PG70130 C P.EA S8705 JR 10/f0/!4 ^'a mO1��'rO GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" NOM. 7116" NOM. 1" NOM. 3/1G" ANN GLASS 3116' HS GLASS 3/16" ANN GLASS 090° SG .090" SG .090" SG 3/16" ANN GLASS 3/16" HS GLASS 74 3/8' AIR SPACE 74 3116" ANN GLASS 3/8. AIRSPACE 74 3/18" T GLASS 82 3116" T GLASS (13 B3 3I4' NOM. EXTERIOR . NOM. 3/4" NOM. GLASS 124-127 12a•127 - �+-, GLASS ter' GLASS BITE BITE BITE EXTERIOR EXTERIOR 80 70 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 V NOM. 9116" NOM. 1" NOM. 3/16" HS GLASS 3116" ANN GLASS .090" SG 1/4' ANN GLASS .090" SG 3/16" HS GLASS 090" SG 3/16' ANN GLASS - 114' SPACE 74 1/4" ANN GLASS 74 5/16" AIR SPACE 7< 114" T GLASS • 83Ile 124-127 314" NOM. GLASS BITE EXTERIOR 82 EXTERIOR Gj 3/4" NOM. GLASS BITE 114 T GLASS 83 124-,27 3/4" NOM. GLASS BITE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 BY Mfam Da Product Control EXTERIOR a, a 79 55 54 79 55 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE 137A 1" LAMINATED I.G. GLASS, TYPE 138A NO. 5870s GLAZING NOTES: "ANN" =ANNEALED "HS' = HEAT STRENGTHENED 15 FOR SPACER DETAILS. O •. " SEE SHEET S 0�I^7 r = TEMPERED "PVB"=.090"TROSIFOL® PVB BY KURARAYAMERICA, INC. fo7o7ECHNOLom DRNE ALVEW=rL34vs "®o°C GLAZING DETAILS ��i�s '• �ORIDP„ ' ��`� "SG" = .090" SENTRYGLAe BY KURa,MY AMERICA, INC. 041/4eo-1e00 SERIES 770 ALUM. SGD - LM IMPACT ex owr JR OQbSHT C NO CHANGES iHlS SHEET. CERT.OFAUM 02M1�ff- copvrlwop e.e awu — — tea- — A LYNN MILLER, P.E. a•� O1A�o0 °e°r P"M xz?X== COD-770 NTS 5 - 22 PGTO130 C P.E.058705 .JR- 1G/10l14 .w.mcxrsxesenvro Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90' or 135' comer units, see sheet 11 Maximum DP for al '+601-60 psf (May be limited by Tabla Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the SillelAstragal Types shown below. Door Unit Height oll 80" 84" 90" 96" 69-718" OLD 73.719' OLD 79718" DLO 85.718' DLO Anchor Group Anchor Group Anchor Group Anchor Group A B 1 C D A B C D A I B C I D A B C D HeadlSill C4+1 C4+1 C4+1 04+1 04+1 1 C4+1 C4+1 C4+1 C4+1 +1 CA+1 C4 +1 C4+7 I C4+1 04+1 24' �L Jamb 8 8 B 8 8 1 8 8 a B 8 I. A 8 1 6 1 8 a P-hook 6+7 6+7 6+7 6+7 7+8 1 7+B 7+8 7+8 7+8 7+8 7+8 +8 7+8 7+8 1 7+8 7+8 Heed/Sill C4+1 C4+1 COI C4+1 C4+1 I G1+1 C4+1 C4+1 I C4+1 I C4+1 C4+1 C4+1 04+1 C4+1 I C4+1 04+1 30" Jamb B 8 8 8 B 8 6 8 1 8 8 B 8 8 B 8 8 DLO P-hook 6+7 8+7 6+7 6+7 7+8 7+B 7+8 7+6 7+8 7+8 7+ 7+8 7+8 7+8 7+6 7+a Head/Sill C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4 1 04+1 C4+1 C4+1 04+1 C4+1 36° aO Jamb 6 8 8 8 8 8 a 8 8 6 8 8 8 a 8 a P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+B 7+8 7 6 7+8 7+8 7+8 7+8 7+8 T Head/Sill C4t1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 E 4T 35' Jamb 8 8 8 8 a 8 B 8 8 8 6 B 8 8 8 8 g DLO P-hook BtT 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 +8 7+8 7+8 7+B 7+8 7+8 Headlsiii C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 +2 C4+2 C4+2 C4+2 C4+2 C4+2 48" Jamb 8 8 a 8 B 8 8 8 B 8 B 10 8 8 8 LL DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+B 7+8 7+ 7+8 7+8 7+8 7+B 7+8 FOR EXAMPLE ON USING I Alsl.t, ate ante 1 0. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. USING2) WHEN 60 0 PSFMAX W EN USING ITHE 40' SILL, OSITIVE WATER DPPIS 60.0SF MAX (NEGATIVE PRESSURES UNCIVE WATER DP IS HANIED} SEE TABLE 1A 3) 4-,3-1/4- AND 2-V2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2- SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) lush-1-1/2" see note 3 ow-2-1/2" +46.67 Me lum - 3-1/4° + 60.0 Nigh-4' 1 +50.0 DLO WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.865' OH LENGTH C�^7 K = oD� OH RATIO 21 O 1 OH RATIO = OH LENGTH OH HEIGHT Straight Astragal Lockstile @ 90' Astragal Lockstlle @ 135- Astragal Lockstile @ Interlock P-hook Lockstile @ Jamb Assembly Straight astragal Assembly 90° Astragal Assembly 135' Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty5tlle Heavy-duty5tile Heavy-duty Stile Standard Astragal Outside Outside Comer Inside Corner Ireid Garner Outside �1 Inside Corn Comer Part 460 (x2) Part#60 Part 060 Part Part #67 ( ( (Stile) (Astragal) Part #60 Part 961 ( Part #118rn (Coer Part #119 (Out) Part #120 (In) parts #31(& #32 Part #61 Recelver) (Corn. & Fxd Mount) [[�ff N.vEn6c'!v F16ara fJF'ANU, (0{7)460.160014.EMSERIES REVISED TABLE 1.srwnvm.e re cn.em ar« rcrnousmea.rc SGD-770 f0110114 ALLA'=War o SGQ -,LM IMPACT .e m a, 6 + 22 PGT0130 PRODUCT REVISED as complyying with the Florida BuLlding Code NOA-No. 17-0420.12 Expiration Date02/'1712020 KumI= 14 , No. 58705 i .FYORIDA.. •'G\��� ONAL A. LYNN MILLER• RE P.E.# 56705 '�1 Y Design Pressure (DP) and Anchor Quantities Require or a0 proved configuratio s on Sheets 2 & 3) For corner astragal anchorage on 9 or 135• cc or units, see sheet 11 Maximum DP for all sizes; +601.60 (May be limited by Table 2A) Table applies to Glass Types 4, 4A, Door Urd Height 80" a4' 9. 96• 10r for 114' 120' 6, 6A, 7, 7A, 8 & 8A and the 69.71V DLO 73.7/8' DLO 79-7/a' DLO I 85-71V DLO 91.718' DLO 97-716" DLO I DLO 109-7/6' DLO StllelAstragal Types shown below. AnchorGroup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B C 1 D A B C I D A I B C I D A B I C D A B C D A B C D A B c D A B C D HeadI511i C4+1 C4+1 04+1 CA+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+ C4+1 C4+1 G4+1 C4+t C4+1 C4+1 C4+1 24' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 B a a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-heck 6+7 B+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8.9 8+9 8+8 9+10 9+10 9+10 9.10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 04+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4a1 C4+1 C4+i C4+1 CA+1 C4+1 04+1 C4+1 C4+1 04+1. C4+1 Jamh 8 8 B- 8 8 B a 8 8 8 B a 8 8 8 8 10 10 10 to 10 10 10 10 10 to 10 10 10 10 1D 10 DLO P4.k 6+7 8+7 6+7 0+7 7+8 7+B 7+8 7+8 T+8 7+8 T+8 7+8 7+8 7+8 7+8 7+8 B+9 6+9 8+9 8+9 8+9 8+9 a+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 8+10 HeadlSill C9+1 CA*1 GS+1 CA+1 C4at C4+1 C4+1 CA+1 CA+i C4+1 C4« C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 NO C40 C4+1 04+1 04+1 C4+1 04+1 38' DL0 Jamh a 8 a 8 8 8 B a 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 t0 10 10 Id P-hook 6*7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+ 7+B 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+70 9+10 8+10 9+10 9+10 9+10. 9+10 9+10 Head/Sill Cgai C4+1 G4+1 C4+t C4+1 C4+1 C4+1 rA+i C4+t C4+1 C4 1 CA+1 C4+1 C4+1 C4+1 C4+1 +1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 134+1 C4a1 C4+1 G+1 CS+1 06+1 C4+1 C4+1 I4r Jamb 8 8 8 8 8 8 8 B 8 8 B 9 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 CO 10 10 DLO P-hook 6+7 8*7 6+7 8+7 7+8 7+8 7+8 1 7+8 7+8 7+8 740 7+8 7+8 7+13 7+8 7+8 8+9 7+9 8+9 B+9 8+9 1 8+9 &a 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+2 G4«2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 04+2 C4 2 C4+2 C4+2 G4+2 C4+2 04+2 +2 04+2 G4+2 C4+2 C5+2 05+2 C4+2 C4+2 CS-2 C5+2 C5+2 C5+2 C5+2 C6+2 05+2 C5+2 4V Jamb 8 a 8 8 6 8 a 8 a 8 8 10 8 - 8 B 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 Z t41" P-hook 6+7 8+7 5+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7 8 7+8 7+8 7+8 7+8 7+8 9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 9+10 9+10 9+111 9+10 9+10 1 9+10 9+10 19,10 Head/Sill C442 C4+2 04+2 C4+2 C4+2 C4+2 04+2 04+2 04+2 C4+21+2 C4+2 04+2 C4+2 C4+2 G4+2DLO Not available in these sizes - Jamb 8 8 8 8 a a 8 8 10 B B 10 8 8 8P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+6 7+B 7+8 7+8 l 0Jamb Head15111 C4+2 C4+2 C4+2 04+2 C4+2 C4+z C4+2 C4+2 C4+2 04+2 C4«2 C4+2 C4+2 04a2 C4+260• 8 8 a 8 e 8 8 8 10 11 8 10 8 8 8 P-hook 8+7 6+7 e+7 6+7 7+8 7+8 7+8 7+g 7+8 7+8 7+ 7«9 7+8 7+8 7+e 7+8 NOTES- NOM. PANEL WIDTH -7" 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING T 3-1/4' SILL, ABLE 2A: DLO HEIGHT= POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 6 . F M (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. J B ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE Sill Helghtto Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush-1-1/2' see note 3 Low - 2-1/2' + 46.67 Medium-3-1/4" +60.0 High - 4" + 60.0 DOOR UNIT HEIGHT-10.125" TOH LENGTH PANEL HEIGHT = tD DOOR UNIT HEIGHT-1.866' w X of OH RATIO 21 o PRODUCT REVISED = O 0 as complying with the Florida Building Code NOA-No. 17-0420.12 Expiratlen Date 02f7 7/2020 OH LENGTH 6) AM INSTALLED. SEE NOTES 1� OH RATIO = OH HEIGHT Mlam a Product control Interlock P-hook Lockstile @ lamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Locksdle @ 135' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle 427 Standard Astragal °_ J�J� Outside qZ1 Outside Comer �{y inside Inside Come Corner Outsomide !�J Inside Comer Cer FZ"l(x2) Part#61 Part#61 Pan #61(Stile) Part 067 (Astragal) Part#61 Part #61 (Stile) Part H118 (Corner Receiver) part#119(Out.) Part #120 (In.) Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 N. ;Ifl )taaredoK94z7d (ea REMOVED EkAMPLE CFRT. OFAUTTL 9=90 SERIES 770 ALUM. SGD - LM IMPACT ='. I IVTS 1 �7 a 22 own PGTO130 _ i1�Il r1111 r.1 �.: No. 58705•� /0�. O... N \`_�� 1/I'll L1, 1111 A. LYNN MILER, P.E. P.E.# 68705 TAt3Lt 3: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135' comer units, see sheet 11 Maximum DP shown below (May be limited by Table 3A) Door Unit Hel ht Table to Glass Types 4, 4A, 80• 84° 90° 96" 102° 108" applies 6. 6A, 7, 7A, B & SA and the Stlle/Astragal types shown below. 69.7l0" O 73.7/8' DLO 79-7/8' DLO 85.7/8' DLO 91-7/8" DLO 97-718" DLO Anchor Group I Anchor Gro 1 Anehor GroUp Anchor Group Anchor Group Anchor Group A B C D A 8 C ❑ A I B 1 C 1 D I A I B C1 D A fi._L_2_j D A 1 9 C D ssure +/•90.0 f +/+12.6 Pat +/-76.0 psf Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 Gt+1 C4+1 C4+1 Ci+1 C4+t C4+1 C4+1 C4+1 C4+1 C1+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 LA d b 8 B B 8 0 8 B B B 8 B 8 B 8 8. 0 10 10 10 10 1. 10 10 k 6+7 6+7 6+7 6+7 7+8 T+8 7+8 7+8 7+B 7+8 7+8 7+B 7+8 7+8 7+8 7+e 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B WDaalgnPrassurs ssure RI V-90.0 psf C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t CA+1 C4+1 C4+1C4+i C4+1 C4+1 C4+1 +/-82.6 sf C4+1 C4+1 C4+1 C4+1 +/-75.0 C4+1 C4+1 st C4+1 C4+b 8 8 B 8 8 B 6 8 10 88 B 10 8 '8 8 10 10 10 10 10 10 10 10 ok 6+7 6+7 6+7 6+7 7+B 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 8+9 8+9 a+9 B+9 8+9 B+9 8+9 8+9 yytt 29' Design Pressure Head/SIR +/ q0,0 psf C4+1 C4+1 C4+1 Gi+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 +/-82.5 pat C5+1 C5+1 C4+1 04+1 +/-75,0 psf C5+1 CS+1 C4+1 C4+1 C° DLO Jamb 10 8 8 8 10 B B B 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10 c P-hook 6+7 6+7 6+7 (i+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 T+8 8+9 8+9 8+9 B+9. 8+9 B+9 8+9 8+9 8+9 8+9 8+9 B+9 E Z 35. DLO Design Pressure Head/SIR Jamb +Fgp,O 1 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 10 8 8 8 10 8 B 8 12 10 B. 8 12 10 8 B +1.82.5 psf C5+2 C5+2 C5+2 C6+2 12 10 10 10 +/-76.0 sf C5+2 C5+2 C5+2 C5+2 12 1D 10 10 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 8+9 B+9 8+9 8+9 8+9 8+9 41" DLO Design Pressure Head/Sill Jamb 1 +/--90.0 psf 06*2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C5+2 10 8 B 8 12 10 8 B 12 10 B 8 See Note A N C6+2 C6+2 +2 C5+2 14 12 B 8 +/-82.5 f CG+2 C6+2 C5+2 C5+2 14 12 10 10 +/--75.0 psf C6+2 C6+2 C5+2 C5+2 14 10 10 10 Nook 7+8 7+8 7+8 7+11 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +1 9+10 9+10 9+111 9+10 9+10 9+10 9+10 9+10 9+10 NU IC A: W-UU.e rOr rurcbLNJO IireO vn, rn, vu..r.,SHEET vE..,... 9 ....-.... ..... ..._ EXAMPLE ON NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. OLO WIDTH = 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4° SILL, POSITIVE WATER NOM. PANEL WIDTH - 7' DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4°, 3-1/4' AND 2-1/P" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN DLO HEIGHT= DOOR UNIT HEIGHT-10.125- TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT - 1.866' 4) SEE SHEETS 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. ucc-rc 1. a. 4. =e)P ACCFMRI V nPTAIi C -I Ht t-ULLUWINLiJIILC01A01 IV- I Straight Astragal Lockstile @ 90' Astragal ----------- _. Lockstile @ 135° Astragal Lockstlle @ Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135•Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal '. Outside Outside Inside Come 1-4r' -�-"Lp�.y-( Corder Insde is Comer Outside Inside Comerqfm 1 1 Carney Part #61 (x2) Part#61 Part#61 Part 1161(Stile) Part #fig (Astragal) part #61' Part #118((Corner Part #119 (Out) Part #120 (in.) paPart rts"". 1132 Part#61 Receiver) (Corn. k Fxd Mount) 10 M°tVICEL4r� 3276 EE., pP NDANCHORAGE fet1)480-16 0 ,AY CEer:OFAUM "MFff- SERIES 770 ALUM. SGD - LM IMPACT TABLE 3, ADDED EXAMPLE mcwmneynrwl.aw.e ms• ee.c n�.avn. varo-TI.-%AroSGD-770 NTS B d 22 PG70130 �u2 Rsseam TARI F RA• Sill Heightto Max. (+) DP (Water Infiltration Rating) SIR Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush-1-112' see rote 3 Low-2-1/2° +46.67 Medium - 3-1/4' + 60.0 High - 4° + 90.0 15tt NU I co 1v' OH LENGTH I� uj s $I OH RATIO Z 1 O OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date02/17/2020 1`lnllrrrr/ 1l;' No. 58705 Cf E Oily: •.��` .,�5'ONALI�NG��• A. LYMI MILLER P.E. P.E.# 58705 NO FRAME '9+10' P-HOOK ANCHORAGE CONSISTS OF: SEE "C5' CLUSTER SEE JAMB (9) P-HOOK ANCHORS, MAX. UNIT WIDTH DETAILS• SHEET 10 SEE'C5°CLUSTER SEE "C5" CLUSTER DETAILS, ASTRAGAL SPLICE .. REQUIRED Q (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR FOR EXTERIOR REQUIRES `C6° SHEET 10 FOR INTERLOCK NOTE, THIS PLANE) SEE TABLE 2, SHEET 7 INTERLOCK 24' MAX. O.C. POCKETS CLUSTER,SEE AND 48" NOM. DETAILS, SHEET 11 z SHEET SEE POCKET 10 P-HOOK �_ PANEL WIDTH x O r------_ - x x -j1 X.X. x x 8"MAX _x z x z x x z JAMB MOUNTING � o�z--r .'••t : INSTALLATION, ADAPTER I 8 I+ x x z x zz x x x x x x - ' THIS SHEET ANCHORS MIDWAY i 1 01 L T MAX & SHEEP 14 BETWEEN P-HOOK I I 4 PAIRS OF 1 o ANCHORS & AT 3" i x = FRAME x ANCHORS FROM TOP & i c 14• MAX O.C. I I o ANCHORS 96" (TOTAL 8 • BOTTOM I o I I o UNIT 21' ANCHORS O'C' 4.051" 8' MAX. TO OPENING i N I ®I n ®= P-HOOK HEIGHT PER JAMB) EDGE OF POCKET SEE 1 61, ANCHORS x x (SEE JAMB i DETAIL INSTALLATION1-4•MAXO.C. z DETAILS'Jc'&'Kc', �� I I M o=P-HOOK BELOW) 10 END PANEL SHEET 14 & PART i a ° MOUNTING x L" I 24'MAX. ANCHORAGE DETAILS'J• & W r 3" MAX. ADAPTER (2 ANCHORS) SHEET 19 FOR 1 LB �Q ' ANCHORS ' O.C. 0Oo)))j-----LICE P-HOOK 1------ s _�• - x x x • x� END PANEL ANCHORAGE ANCHORS ANEND PANEL CHORAGE x , x xxx % . xx z x xxx , -x + xx xxx x x x x 8° MAX' ANCHORAGE (SEE SKETCH BELOM .�2. Z• (SEE SKETCH BELOW) �.+z• '+2' ••+2" ANCHORAGESA CENTERLINE 8" MAX., TYPANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24' MAX EXAMPLE: 5-PANEL, 2 TRACK, 90' OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6' SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED } 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1 3, SHEETS 6 8: 48' NOM. • . )NTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. PANEL SEE'C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE WIDTH DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL •+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 3 5" ADDITIONAL ANCHORS 24" O.C. MAXIMUM. AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE 21' C� OCCURS AT THE P-HOOK. MAX PRODUCT REVISED D.C. as complying with the Florida Building Code NOA-No, 17-0420.12 5.64" Expiration Data 117/2020 6' MAX By CENTERLINE JAMBS & P-HOOKS: 6" MAX FROM BOTTOM; 21' MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR Miam - as roduc Contra OFPANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB •+2" ANCHORAGE ANCHOR PAIR REQUIRES SEE "CS" CLUSTER END PANEL CENTERLINE CENTERLINE •K':DA',1fLS, °W LUSTER, SEE OF DETAILS, SHEET 10 (�-OF ANCHORAG SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8• INTERLOCK I ASTRAGAL lam- 3.5" I— MAX. • 1 �` �'t` • " ti1i a_ :<t%� = NO.58)OS EXTERIOR -COF CENTERLINE '+2'ANCHORAGE PANEL9CENTERLINE +2"ANCHORAGE CENTERLINE I OF PANEL 5 INTERMEDIATE ANCHORS * _ SEE SHEET 11 FOR OTHER 1070 TEChNOLOGYDRNE ou r.Wrr (& Si %O % TIE N. VENICE FL 34275 ANCHORAGE SPACING & F_XAMPLE PLANS ; ' '• A ` oe� CS?r.OFAUnL�L M SERIES 770 ALUM. SGD — LM IMPACT '7;S�ONAL VNG``� JR� 17 CORRECTED EXAMPLE TO OPOATEDANCHOR VALUE& ww � �,,,� , \ A LWtIIEA P.E. JR I01fOH4 � ® ,w.pvnsp6:rRvm SGD-770 I11TS. g 'r z2 PGTOi30 L. 5870t, P.E85B70.5 ASTRAGAL OR SPLICE LOCATION INTERLOCK-�—IF NEEDED CENTERLINE I 3.5" 1.75" 4" DIAG. 2.04" EXTERIOR 3.5" 7' V 2-TRACK FRAME HEAD/SILL n ASTRAGAL OR INTERLOCK _ (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4-) ASTRAGAL OR I (FOR SPLICE INTERLOCK-1 CONDITION, USE CENTERLINE 7" "C6" CLUSTER DETAIL) � 7" 2.04" ASTRAGAL OR SPLICE LOCATION INTERLOCK--�—IF NEEDED CENTERLINE 1 1.75' 3.5- 4" DI G. 2.04' i . 7" 3.5 4 DIAG" EXTERIOR T" EXTERIOR 7„ 1 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL (al ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "CS') ANCHORS ARE REQUIRED, "C6") I ASTRAGAL OR�SPLIC ATION INTERLOCK IF NEEDED CENTERLINE 1 o 4.08° EXTERIOR 7" v 3-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4-) sTRAGAL OR I SPLICE LOCATI911f/ 4-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4') ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INTERLOCK- - CONDITION, USE INTERLOCK —[—IF NEEDED CENTERLINE '06" CLUSTER DETAIL) W'1111�3 3.5• F2.04" 4.08'44'DIAG, EXTERIOR7"L 3-TRACK FRAME HEAD/SILL v 3TRACK FRAME HEADISILL A ASTRAGAL OR INTERLOCK _ 0-) ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. C6y ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR� (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE i .C6a CLUSTER DETAIL) EXTERIOR 15 4-TRACK FRAME HEAD/SILL Pd ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5-) N. YPN= N.3vav5 /sat/ 4504600 CERT. OFAUM 82M 1 :mm'" I n.m�n I c- I No cNaNOEs n�rssrrEer I ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT l CAITCRI IAIF USE THIS DETAIL) I" XTERIOR b 4" 6" DIAG. 2.04" 2.04" - 21" MAX. EXi O.C. 21' 5.64' MAYL O.C. 'MAX. -2-TRACK L FRAME JAMB 6" MAX. ANCHOR PAIR ,-- 6" DIAG. I 4-TRACK 6' DIAG. FRAME JAMB 2 04' I EXTERIOR ANCHOR PAIR ANCHORS MAY BE INSTALLED 21• EITHER IN THE EXT. OR INT. MAX, TRACK (INT. SHOWN) O.C. NOTES: 5 64" 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6' MAX 2. FOR HEAD OR SILL SPLICE LOCATIONSIANCHORAGE AT F;TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR FOR SPLICED CONDITIONS ONLY.' 3.5" SPLICE LOCATION VF NEEDED �1 3.5" 1-- 4-TRACK FRAME HEAD/SILL (0 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION =RIES 770 ALUM. SGD - LM IMPACT SGwss NTS 10 a 22 PGTO130 PRODUCT REVISED as compil ng with the Florida Bull= Code NOA-No. 17-0420.12 Expiration Dats.D2/17/2020 mmm * :,tea: W N58705 ST ALJilIEN��`� A LYNN MILLER P.E. P."56705 2.04" INTERIOR .-N INTERIOR 2.04" 4" DIAG. 6.12" I 14" DIAG. INTERIOR 7° 90 3. ' EXTERIOR EXTERIOR 1 1 ----I 3.O R > 4, 2.04° J EXTERIO 90°CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "�q4o 4.08" INTERIOR 4" INTERIOR � 4" 2.04" J F• - 7" EXTEERIORIO R 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REWIRED,'C6") EXTERIOR EXTERIOR I - 7" �1 90" CORNER 3-TRACK FRAME HEAD/SILL ('C6' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR .6.12' INTERIOR 4.08' 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, " INTERIOR - 7�;�mmmi'm . ®R 2.04' J �— T 4 Exrt:woR \\\/// 8.94" 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 4.08 "+1' ANCHOR T41" I �I3- EXTERIOR 7" �-I _\ 4" ("C6" ANCHOR CLUSTER REQUIF AT ALL 3-TRACK CORNERS) INTERIOR 2.04' EXTERIOR 4° INTERIOR 5.88" A ^ 4" 3.5' r 135° 1 6.12' 1 f 4" DIAG. \ _ _ _ 1111 I41-� 6.12' 2.04" J 1 .-- 7" F EXTERIOR +- 4' 4' DIAG. j/ 3. EXTERIOR' 4" 90" CORNER 135° CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL (°C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIR AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TECUNDLOGYDM 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE x MEMC$Fi 34TI6 IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. mlI480'Tmo JR nI/O5H7 fm9lwc C I NO CHMOES THIS SNEE7. CHIT. OFAUT AMM EMERIOR CENTERLINE 4 OF PANEL INT RIOR ALA "+2" ANCHOR EXTERIOR VIEWS 4" DIAG. 2.04" .12' 3.5' CENTERLINE OF PANEL °+3" ANCHOR .04" 4.08° EXTERIOR 3.5" 2 �, CENTERLINE OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) j ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUM. SGD - LM IMPACT 3 SGD-"O I NTS 11 1 22 PGTO130 "+11ANCHOR CENTERLINE OF PANEL "+2" ANCHOR L2.04- 4° DIAG. 3.5" I CENTERLINE OF PANEL "+3" ANCHOR 2.04" 4" DIAG. 3.5" 7° t�CENTERLINE f OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02M 7/2020 L l S .1�� * : No.58705 41 ��C�s'•.F40RIDP,.•' A. LLER P.E. P.EJi 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 114" a o MAX. r SHIM EXTERIOR 3EE TABLE A, SHEET1 2X WOOD WOOD ANCHOR TYR. TYP, SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 ®2-TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCH & TABLE A, SHEET 1 NOTE 3, SHE SEEANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR 2-1/16" , EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL Dw WOOD INSTALLATION OR ET 1 EMBEDMENT. SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2-1116" • 2-1/16"' 1/4" MAX. SHIM 2X WOOD / WOOD ANCHOR TYR, TYP., SEE ANCHOR L SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD WOOD INSTALLATION WOODANCHORTYP., 2XWOOD SEE ANCHOR NOTES TYP., SEE ANCH & TABLE A SHEET 1 NOTE 3 SHEET MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM METAL TYP., SMS ANCHOR TYP., SEE ANCHOR Z SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A. SHEET 1 4-TRACK FRAME HEAD METAL INSTALLATION SMS ANCHOR TYP., METAL TYP., OR SEE ANCHOR NOTES SEE ANCHOR 1 & TABLE A, SHEET 1 7 NOTE 4, SHEET 1 SEE SEE ANCHOR ANCHOR NOTE 6, NOTE 5, SHEET 1 SHEET 1 (1/4" MAX.) ::r.. .: v: • (114" MAX ) T} a EXTERIOR EXTERIOR l [ 2-1/16"' I '�32-1116"° EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3--TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT. SEE TABLE A, SHEET 1 ~I EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: 2X WOOD EDGE DISTANCE: 2X WOOD SEE TABLE A, SHEET 1 TYP., SEE ANCHOR SEE TABLE A, SHEET 1 TYP., SEE ANCHOR NOTE 3, SHEET 1 NOTE 3, SHEET 1 2-1116" 2-1116" ° WOOD ANCHOR TYP.. WOOD ANCHOR TYP., SEE ANCHOR NOTES SEE ANCHOR NOTES & TABLE A. SHEET 1 & TABLE A, SHEET 1 EXTERIOR 1/4' MAX. SHIM 4. - EXTERIOR G 1/4" MAX. SHIM - ►� E. - 2-TRACK FRAME JAMB qw yj WOOD INSTALLATION CHANGES 3-TRACK FRAME JAMB WOOD INSTALLATION N. VEMMCE, FL SW6 CERT. OFAUM AMW cnrmxwrontr NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. , DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT., SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 Ifa 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 --T EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEEANCHOR NOTE 4, SHEET 1 2-1J18"' SMS ANCHOR SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS EXTERIOR BEYOND THE METAL SUBSTRATE I __ 1/4" MAX. SHIM 4-TRACK FRAME JAMB METAL INSTALLATION I SERIES 770 ALUM. SGD - LM IMPACT J sGD-77o I NTS 1 12 a 22 1 PGTO130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Data 02/17/2020 i i}. NO.58705 ' ��Cn Srd 0 A. LYNN'h41LLtlt, P.E. P.E.A 5=5 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: CONCRETE L�SEELE A, SHEET 1 CONCRETE SEE TABLE A, SHEET I PERTABLE TABLE A, SHEET 1 CONCRETEA, SHEET, 2-1/16"' PERTABLE2-1/16"' PER TABLE 2-1/16"' _ A, SHEET 1 A, SHEET 1 EXTERIOR i 4 )i 7 MAX.1/4rEXTERIOR MAX. 1/4' EXTERIOR IBEDMENT: J t :E TABLE A, I- MA(� (� SHEET I SHIM r SHIM r PROPERLYSECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD 4a 3-TRACK FRAME HEAD CONCRETE INSTALLATION Ec CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET I SEE ANCHOR NOTE 6, SHEET 1 (114- MAX.) EXTERIOR 1 4 PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET I TABLE A, SHEET, SEE ANCHOR NOTE 5, SHEET 1 (1/4"MAX.) --- EXTERIOR 2-1/16" ' 2-1/16" ` EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2Aa -TRACK FRAME SILL ®3 TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET I SEE ANCHOR NOTE 5, SHEET 1 j (114' MAX.) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 114" " DIAGONAL O.C. IS MIN 4' (HEAD & SILL) SHIM OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED IX / CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE L SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I 4-TRACK FRAME HEAD cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1 X SEE ANCHOR NOTES $ OOD BUCK TYP., SEE TABLE A, SHEET 17 ANWCHOR NOTE 3, SHEET I EXTERIOR IVA, - CONCRETE EDGE DISTANCE: PER TABLE SEE TABLE A. SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 da44-TRACK FRAME SILL Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A. SHEET 1 —~—L — EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: OPERLY SECURED DMENT: SEE ^~ CONC./CMU ANCHOR SEE TABLE A, IX OOD BUCK TYP., ABLE A, SHEET, TYP., SEE ANCHOR SHEET 1 SEE HOR NOTE 3, EDGE DISTANCE: NOTES & TABLE A SHEET 1 OPERLY SECURED 1X WOOD BUCK TYP., SEE TABLE A ` •� SHEETI 2-1/16" SEE ANCHOR NOTE 3, SHEET 1 CON JCMU ANCHOR SHEET 1 SEE ANCHOR ! 2-1/,6° • PROPERLY SECURED TES & TABLE A, CONCJCMU ANCHOR iX WOOD BUCK TYP., SHEET 1 TYP., SEE ANCHOR SEE ANCHOR NOTE 3; CONCRETECONC ;'• NOTES &TABLE A, SHEETI TE SHEET 1 OR CMU EXTERIOR !' EXTERIOR OR CMRU PER TABLE EXTERIOR v A, SHEET 1 n I '51/4°MAX.SHIM -►II+- PER TABLE nn V I I-� A, SHEET 1 1/4' MAX SHIM - 114• MAX, SHIM 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAI ja Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU I LATION Ic CONCRETE/CI lom FLs+va E ANCHORAGE DETAILS' Isorl asareac[pff „t ,r•,.,a,c ae: pe.[,n CERT.OFAtffHiRHP96SERIES 770ALUM. SGD - LM JR 0•rNS17 C NO CHANGES THIS SHEET. a..aex o+e rinesa a.li covrm rromirara..ab+,t +vrrenus�rtxRwc — m.e a.. 9G0•n0 NTS 13 + 22 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" CONCRETE OR CMU PER TABLE A, SHEET 1 PGT0130 CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying wllh the Florida Building Code NOA-Ho. 17-0420.12 Expiration Date 02117/2020 ,� * : No. 58705 O TE 4w 70NALi��G`�. A LYNN MILLER, P.E. P." W705 INSTALLATION DETAILS FRAMEJAMS - REQUIRED ATALL 2.693" MIN. - INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION CONCJCMU SEE ANCHOR NOTES ANCHOR TYP., SEE EMBEDMENT: & TABLE A, SHEET 1 2s Y ANCHOR NOTES & SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 SHEET 1 28 Ij ILLUSTRATION, SHEET 9) :' 1-1/4" MIN. EDGE DISTANCE �E6GE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: °crnER1oR V SEE TABLE A, ' P-HOOK MOUNTING 28 f�jEXTERIOR SHEET 1 ?� ` ADAPTER CONC./CMU PHOOK WOOD ANCHOR TYP., p-HOOK ANCHOR TYP., SEE ANCHOR NOTES & TABLE SEE ANCHOR NOTES CONCRETE ORS & TABLE A, SHEET 1 CMU PER TABLE (ALSO SEE TYP. 2.693" MIN. p, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #21), #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYR, SEE ANCHOR P-HOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; EMBEDMENT: SEE TABLE A. SHEET 1 ADAPTER SMS CMU PER TABLE MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SEE TABLE A. ' EMBEDMENT: SHEET 9) SHEET 1 SEE TABLE A EDGE DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 P-HOOK SMS ANCHOR TYP., / J EXTERIOR SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE ®P-HOOK FOR USE WITH BOX SILL RISERS w PARTS #19. #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1& 2A & 3A MOUNT FOR WATER RATINGS) ONLY C I NO CHANGES THIS SHEE7- w oma K Vf.W=FL 3075 CERr. OFAUDL 029298 EMBEDMENT: SEE A, SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER eE PARTS #18. #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDMENT: SEE ADAPTER CONCJCMU TABLE A, SHEET 1 ANCHOR TYP., SEE ANCHOR NOTES & TABLE r : A, SHEET' 1 ALSO SEE TYP NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A. SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. Ct: ILLUSTRATION, SHEET 9) PRODUCT REVISED as complying with the Florida Building Code 28 NOA-No. 17-0420.12 t -}. Expiratlon Da 02/1712020 r 1.114" MIN. EDGE DISTANCE / P-HOOK CONCJCMU / EXTERIOR ANCHOR TYP., SEE J 1L ANCHOR NOTES & TABLE v A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS #19. #21, #23 OR #25, . CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A. 2A & 3A MOUNT FOR WATER RATINGS) ONLY FRIES 770 ALUM. SGD - LM IMPACT awx aok e+wa o".4ore. scD-77o NTS I I m 22 POTD130 �ON..�.NN lei * No. 587D5 •�� IN7E OF RID S'CNA' A LYNN MILLER, P.E. P.E.# 58705 CONFIG. EXAMPLES HEADER DETAIL W, SHEET 18; INSTALLATION DETAILS'Aw' &'Ad, SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR MAX. INSTALLATION DETAILS. PANEL 2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHI EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TAB ES MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH »- DLO TYP. PER TABLES 1-3 INTERIOR I WIDTH — . PANEL PANEL PANEL TYPE TYPE PANEL TYPE QS, ,AS, TYPE IK A NOM. MAX. UNIT PANEL / / MAX. DLO HEIGHT PER IDTH TYP. HEIGHT SEE PER TABLES 1-3 NOTE 2 TABLES 1� L . 90° SILL DETAIL ID', SHEET 18; INSTALLATION DETAILS EXAMPLE: 90a INSIDE CORNER, 4 PANELS - XXbO( 'Dv1 &'De, SHEETS 12 & 13 #10 X 1-112' PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL Part# Description Material 124 Kommeding 48G TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 126 lQuanex Duraseal Spacer Materials 127 1 Cardinal XL Edge Spacer ncrcnov ,w, ­­- ,­ - .,.,.,.,•..., NO CHANGES THIS SHEET. STRUCTURAL IS POLYISOBUTYLENE Wffli DESICCANT EXT. GLASS Ny K 1" STRUCTURAL SILICONE OM. FOAM WITH DESICCANT EXT. GLASSti EXTERIOR t 90" CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SHEET II INTERLOCK DETAIL TA', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'GC, SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- PANEL HEIGHT - DOOR UNIT HEIGHT-1.866- HOT-MELT BIrrYL SMS U� PRODUCT REVISED as complying with tha Florida INT. GLASS. GLASS Building Code NOA-No. 17-0420.12 tze KODISPACE 4SG TPS 2 SUPER SPACERONXT'" Explmtion Da 2I1712020 By ALUMINUM Mlaml-D Product Control REINFORCEMENT pOLYIS0. - DESICCANT FILL AREA BUTYLENE 5118, NOM. 5J16' NOM. BUTYL & SEALSILICONESEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL FJCT. GLASS EXT. GLASS \\ \ 111 I I I I I I �9 NRj''�. INT. GLASS INT. GLASS • �.• ••.� _ * ; No. 58705 isB DURASEAL®SPACER +v XL EDGETNSPACER ,-D : • it_ 0- SITALI 'TWGYDRAIE N. CEFL3ffi75 A CN HORAGE DETAILS /EX4MPLE ELEVAT101Y%ems ••F��RIDP.••'• ��'�` (sa) laatson „� S�ONAt ENG�`• CERL OFAUM OWN SERIES 770 ALUM. SGD - LM IMPACT oc»rmurromn R.y'j'7j_I'I `a. rt c A LYNN MILLER, P.E A�U o SOD-770 NTS 15 22 PGT0130 C P.F-#svos CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON HIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; '� —INSTALLATION DETAILS'Gw' &'Gd, SHEETS 12 & 13 MAX HEADER DETAIL'A', SHEET 18; IXED JAMB D HEADER DETAIL'A', SHEET INSTALLATION DETAILS'Aw' &'Ac', DLO SHEET ALLATION , DETAILS'L1' & HEADIER' DETAILS SHEETS 2 & 13 DTH JAMB DETAIL'G3', SHEET IL512 & &'Gc'. 112, SHEET 19 Aw & 'SHEETS 12 & 1� / 90 , ^ ( Gvl 8 Ge',, SHEETS 218; INSTALLATION T& 13 AILS SHEETS 12 & 13 � • PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' NOM. PANEL UMNAI) HEIGI WIDTH TYP. PEF MAX PER SEE TABU DLO TABLES 13 NOTE 2, 1-3 HEIGHT SHEET 15 0 x x MAX. UNIT WIDTH TYPE DETAIL SHEET H 18; MAX. TALL DLO of ItTA1LS HEIGHT ETs 2 ,..1� `✓ &13, x PANEL PANEL TYPE TYPE NOM. PANEL WIDTH TYP. PER TABLES 13 a 111 .* PANEL TYPE K, MAX. UNIT HEIGHT PER SEE TABLES NOTE 2, 1-3 -IEET 15 , L SEE FRAME & ', ELCORNER EXAMPLE: OXXX SILL DETAIL' SHEET 18; INST TION DETAILS MAX. UNIT WIDTH CO RUCTION DETAILS 15 2-TRACK 'Qvk c', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX= (2-TRACK) JAMB DETAIL'S', SHEET 18; ASTRAGAL DETAILS'LT & L2 SHEET 19 INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS'IW & IP INTERLOCK DETAIL �'M', SHEET 19 90' OUTSIDE CORNER DEI'AIL'N1', SHEET 19 & CORNERANCHORAGE SHEET 11 S/ INTERIOR EXTERIOR NOM. PANEL WIDTH TYP_ PER TABLES 1-3 UNIT WIDTH l � I 1 INTERLOCK DETAIL M. SHEET 19 Ic, SHEETS 12 & 13-\ HEADER DETAIL'C', SHEET � HEADER DETAIL , 1 18; INSTALLATION DETAILS P OOK DETAIL'J' &'K' SHEET W, SHEET 18; .� 'Cw' &'Cc', SHEETS 12 & 13 JAMB DETAIL ION SHEET H 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jvf, INSTALLATION JAMB DETAIL'IT, SHEET 18; INSTALLATION TW &'He, SHEETS 12 & 13 'Jd,'Kw' &'Kc', SHEET 14 DETAILS MW &'Bc', � DETAILS 'Iw' &'Id, SHEETS 12 & 13 SHEETS 12 & 13 MAX HEI P TA 1 TAB MAX. UNIT WILIIH PANEL TYPE PANEL TYPE PANEL TYPE PANEL TYPE R, 1' M. ,F, 1 . UNIT NOM. GHT EIR PANEL WIDTH P a 1 r---- MAX. UNIT WIDTH ►1 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE ,M. ,F ,F, ,F M NOM. UN PANEL /I HPE I / WIDTHTYP. SEE MAX. PER TAB —NOTE 2 DLO TABLES 13 1 SHEET 1 HEIGHT X X x O AX: IT GHT R LES 3 EXAMPLE: OXXXp SILL DETAIL'S', SHEET 18;� EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'EV &'Ec', SHEETS 12 & 13 Fw' & Te, SHEETS 12 & 13 10707ECNNOLOGYDRIVE Iv. W-MM FL=zil r� �� FXAMPI F FI FVATIOIVS I JR 1 0406117 1 C I NO CHANGES THIS SHEET. I CERT. OFANTM 6292M IIIWArtN70All rorawuslxas wz ,ur.axvrsassrxvm FRIES 770 ALUM. SGD - LM IMPACT a[ar, etc m,..m+raw SGo-na NMS 15 n 22 POT0130 PRODUCT REVISED as complying with the Florida Building Code NOA-Mo. 17-0420.12 Expiration Date 02/17/2020 By i,\11111111 /� T ��•�` ANY LYNN' -10EtdSF' No. 58705 •• 1f . moo`. ST I0ORIDN 1 a S ����/ ONALIEN\\�� A LYNN MILLER P.E. REA58705 PANEL'S RIGHT STI PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN It -IT CDR 90 LOCKS TYPES OUT IN STILE W/ HANDLE BOX OUT BOX IN W/HANDLE W/ FI"Lo W/HANI — - —� pl�m26 SINGLE PP K L T! INTERLOCK a:Zr— OUT SINGLE INTERLOCK � ® O IN tgpXgR fwxNq FIXED �- RR R S S SnLE I ` moxom (a-" LOCKBnLE D M J J WOHANOLE /eoxwq [ea+t00 ASTRAGAL Box OUT L R Q WI HANDLE fe0 ASTRAGAL LEFT 4 INTERIOR Lll J S."N W/HANDLE t4ZS PDX" PANEL T�,EXTERIOR GA ASTRAL Pr T U STILE (f� U) .BOX OUT LTCXOO MOXOLT L ~L LL gsiRAGAI T i 0 PANEL "E' SHOWN. SEE TABLE FOR OTHER F REQUIREMEW BOX IN / V APPLICABLE STILE/ASTRAGAL � INi�RNER soLocKsnLE RT Cl J wIWWOLE#12 LLI SILL RISERS OPTIONS Z EXTCORNER SO LOOKsn Q T QS 232" Q WI HANDLE 232" � � - El EXT CORNER 115 W RECEIVER W/FIANPLE #N8 CT V CS EXTERIOR EXTERIOR a .062• 2.565" INT CORNER #87 .RECEIVER AT AS DF 1 S6T I ° Ji. WIHANDLE EXTCORNER #tte CF 18' SILL RISE FLAT ° SILL RISER FLAT 2 GLOW, 90RECEIVER IS FLUSH,1-1/2" 2-1/2" ExT CORNER #3 35 RECEIVER V V^ J VF III HANDLE , EXTERIOR .T50" R INT CORNER 1 35 RECEIVER W/ HANDLE #6 WT Y Y�S WF �� W6" I .082" 2.655" L _11..566T 819• SI.USRISER2 Ox'' 'O SILLRISEI CT " NOT VALID FOR WATER INFILTRATION RES m YDFVW N WM FE 34275 PANEL Ty rrmme v o.m CERT. OFAUTH #22M SERIES 7; JR OM06%7 C NO CHANGES THIS SHEET. cvvrn.¢rrumn anmey JR Otls GadeO mtr 10110114 rtJrumusm�ez we ® SGD-TTO ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 14POFJAMBGTH OR 61Gt2-TRACK JAMB CLIP #105W/RETAINER#106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) IDEXTERIOR 14 v 15 112 #19 X, 121 FULL LENGTH OF JAMB 2-TRACK JAMB 40 x SMS,X3 CLIP#80 OR#105 51 52 6" LONG W/ RETAINER #123 (SHOWN WITH MIDSPAN B0 FIXED PANEL TO 80 OR 81 THE EXTERIOR) 53 EXTERIOR Q121 SEE DETAIL ON SHEET 16 EXTERIOR 12' EXTERIOR a SHOWN WITH 2-TRACK W/SCREEN OPT. SCREEN A FRAME HEAD TRACK EXTERI a 2-TRACK W/SCREEN D FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES ", SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 04V&17 I C I NO CHANGES THIS SHEET. iJ G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 2-TRACK JAMB W/SCREEN DETAIL ON SHEET 15 3 TRACK B FRAME HEAD 69 EXTERIOR pR 72 OR 73 B 11 dRL 113 5 3-TRACK E FRAME SILL 1070TE00,010GYDRIVE N. VFMCE, FL 34276 (941)460.1600 CERT. OFAUTH. 079M eorrm Oxn .ut rtnalrcaEsentTn FULL PANEL JAMB LENGTH SEE DETAIL GI FOR FIXED PANEL CLIP L G2 =D LIP 17 5 LOCK PART 75 8 107-110 69 103 OR 61 17-1 J-(,EXTERIOR ,DIXTERIOR` 5RIOEXTER EXTERIOR 3-TRACK JAMB 3 TRACK JAMB 0(SHOWN WITH H2 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO 4--TRACK JAMB 4-TRACK JAMB 11 (SHOWN WITH 12 (SHOWN WITH FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) �� 11211 SEE DETAIL ON SHEET 15 4-TRACK C FRAME HEAD 4-TRACK \,FJ FRAME SILL 770 ALUM. SGD- --. aue owl NTS 1 18 d 22 MAX. UNIT HEIGHT PER TABLES 1-3 ,W - LMI PG70129 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 9= * ; No. 587052 O . �ST F/ • (7J�� ��s •'•. LORIDP.•. •' ��� A. LYNN MILLER, P.E. P.ES 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) �� 5 Q INTERIOR st 113 118 G1 83 , %1 (-) 30 eftrtm ', - I ,,._ 113 V EXTERIOR v P-HO �L ID 11 EXTERIOR 182 EXTERIOR ®P-HOOK FOR BOX SILLS (� K EXT. MOUNT ONLY `r L� INTERIOR 90° L7 WITH STANDARD STILES #60 WIT#67H HEAVY-DUTTY STI ES #61 Nt 2 TRACK SHOWN CORNER EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) ®135- OUTSIDE CORNER O1 2-TRACK SHOWN NO CH MIGES THIS SHESHEEEr I • TINTERIOR K 7 -- m ©m© ' I EXTERIOR 11 5 j 1a 135- INSIDE CORNER v2-TRACK SHOWN N. VENICQ R 9427E (841)490-1500 CER7. OFAIITH. 02M oovrmaxroanr ecrrPmunr�.c AlL(t'QR6REB8N✓� 90, EXTERIOR INTERIOR BD OR 81 ®INTERLOCK 5 11 • ITEM #61 (HEAVY-DUTY 7 STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO INSIDE CORNER APPLICABLE, SEE TABLES �90' 2-TRACK SHOWN 1-3, SHEETS 6-8 FOR (PSF) ASSOCIATED WITRH STIES. PRODUCT REVISED as complying with the Florida 31 LOCK PAR 758187 Building Codo NOA-No. 17-0420.12 QINTERIOR Expiration Date 1712020 - HORIZONTAL SECTION DETAILS, CORD SERIES 770ALUM. SGD - LM IMPACT ware mle ca.,e wwaorr SGO.770 NTS 1 19 • d 22 •PGTO130 fill„'' * t NO. 58705 moo, • 5 o l �: A, �s'•'<ORIOP.. 701VAL IF A. LYNN MILLER. P.E. P.E.6 58705 Item WGT# PGT# Description 1 17306 617306 2-TRACK HEAD 2 17303 017303 2-TRACK READ WITH SCREEN RAIL 3 17309 -61IM9 3-TRACK HEAD 4 W312 017312 4-TRACK HEAD 5 17314 617314 FRAME SCREW COVER 8 17317 617317 FRAME HEADAAMB ADD -ON ' 7 17304 6173D4 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 17307 617307 3--TRACK SILL 10 1T310 617310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADDON (SEE NOTE 3) 13 17316 e17318 FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 17302 OIT302 2-TRACK JAMB VM SCREEN RAL 16 17308 017308 3-TRACK JAMB 17 17311 817311 4-TRACK JAMB 18 17322 817322 SILL RISER -FLAT, FLUSH, 1-110 19 17319 017319 SILL RISER - BOX FLUSH, 1-1/2- 20 17321 617321 SAL RISER --FLAT, LOW, 2-1/7 21 17318 617318 SILL RISER -BOA LOW, 2-14' 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-114' 23 17354 • B17364 SILL RISER -BOAMED11M,3-V4- 24 17323 61T323 SILL RISER - FLAT, HIGH, 4" 25 17320 617320 SILL RISER -BOAHIGH, 4- 26 17333 617333 POCKETP4100K 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P•HOOK COVER 30 17348 617349 POCKET P4tOOK FOR BOXRISER 31 17378 617378 135 CORNER 32 17378 017376 1135 FDO=D MOUNT ITEMS 4053 ARE SCREEN PARTS: 40 4319 012258 SCREEN SIDE RAIL -LOCKSTLE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 0442E SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 48 4318 012257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER-ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 Om SCREEN ASTRAGAL ADAPTER 51 1892 61692 SCREEN SPLINE -.18V 52 1694 01694 SCREEN SPLINE-.150' 53 01 ale= SCREEN CLOTH 54 1725 1/2' X4' X 1/16' SET. BLOCK, NEOPRENE 85 +/4i 55 1726 1-X4- Xi/10' SET. BLOCK, NEOPRENE 85+/5 I >R I 044 17 I C I NO CHANGES MIS SHEET. I Item Dw9 # PGT# Description 60 17325 817325 PANEL STILE 61 17326 817326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 BV248 VINYL BULB WSTP. -THIN (NSGE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD B5 17328 617328 INTERLOCK SCREW COVER 17329 617329 ASTRAGAL 17339 817339 HEAVY DUTY ASTRAGAL 17324 617324 TOP & BOTTOM RAIL 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) F73 1095 11695 1-11T X 1' X 314" HGH FIN SEAL DUST PLUGS 8153 78153X TANDEM Sr. STL ROLLER ASSY. 8153 78153N TANDEM NYLON ROLLER ASSY. SLICONE DOW4W, DOW-995 oR GE-7700 ales 78185)( GEMNI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX 01"2 X 1' FL. SS SCREW WI TYPE T" TIP 77 7103239 10 32 STEEL LUC U­NUT 79 17357 617357 1" IS BEAD 80 17359 817359 7116"BE'ADI FDED PANEL CLIP - 81 ' 17360 617360 9116' BEAD 82 1224 UM247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, VT X1116' SGL SIDE ADH. TAPE, POLYETH, 100 8052 48052 ROLLER AD t HOLE PLUG 72087 "13 BUMPER 1690 71696 DUST PLUG 8186 78180X 1'KEEPER 653 7SOKEEP SCREEN LOCK KEEPER r10 17344 617344 FDED PANEL CLIP - 6'LONG 17352 617352 F0'ED PANEL RETAINER-IV16" 1739 71739 HANDLE KU'- NTERIOR RAISED WITH THUMB TURN 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 781623N HANDLE KIT -RECESSED INTERIOR WITH THUMB TURN 110 1732 7BI78 HANDLE KIT -RECESSED EXTERIOR PULL III 710X34PPSDAX #10 X314' PH.-PN. TEK - S.S. 112 1235 67S16 WSTP,.270 X.170-FIN SEAL 113 1712 04088 .187'X230'FNSEAL 114 71WU15PPX 9IOX1-1/2' 115 710)VPT 410X1' 118 72=X #14-2O X 1' S.S. 117 720X112X 014 20 X 1-VT S.S. - 118 t7338 81T338 90DEGREE CORNER RECEIVER 119 17337 B17337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 1 17330 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 1 17352 1 617352 IFDED PANEL RETAINER, 7/W N. VENICE, FL 31275 CERY.0FAU76 #2829# ARTS LIST FRIES 770 ALUM. SGD - :Nme dem s..e 800-7711 niTS 20 ^22 PGTO130 NOTES: 1) ALL ALUMINUM = 6063-TO 2) ITEMS # 33-39, 56-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02117/2020 1%111111 I11/// 1 T �.: N0.58705 )o Lit 7E F %FPS • cCORIDA.•.•G4F E ";,5; rINAt A. LYNN MILLER P.E. PX 0 58705 5.069" 8.662" 0.080° 1.211" 1.505" 0.081" 1 2-TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) ks 1.211 0.081" O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 6.526° +' 0.080" 1.505' O3-TRACK SILL (6063 T6 AL) 7.105" 6221" 0.080" 2 1" 1.505" 0.081" O 3-TRACK HEAD 8 2-TRACK SILLWI SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142" 4.49' 0.080" 1211" 1.505 0.081° Oq 4-TRACK HEAD 02-TRACK SILL (6063-T6 AL) (6063-T6 AL) '0.060' -� 1 1.514" 0.067 1.260° 0.532° 0.760° 0.060" 1.516" 1.990" 8" 2-TRACK JAMB W/ 1s SCREEN TRACK (6063-T6 AL) 15" ►1 1.36" r -1 1.872" E-1 0.062" - 1J.019" 0.081" SCREEN 40 STILE (6063-T6 AL) 5.069' �+ 1.045" I 1.993 0.062" Oto 2-TRACKJAMB SCREEN - TOP RAIL (6063 T6 AL) (6063-T6 AL) --�•-I j-� 0.675" 1.993-"F I L 0.062" SCREEN 46 BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0420.12 Expiration Date 02/17/2020 OFRAME HEAD/JAMB SCREEN ADD -ON FRAME SILL SCREEN 12 ADD-0N FRAME SILL SCREEN 1a END ADD -ON 16 3-TRACK JAMB O • ' UCENSF • ;�(!!__ (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY REQUIRES MIN. #10 SMS OR 3/16" MASONRY 17 4-TRACK JAMB tk NO.68705 - r SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C. (6063-T6 AL) ;0 _��1 /� : •�� ••.. 10707EGMOLOGYORNE N. � oomms EXTRUSIONS �O.n E O F7ORIDP, FS+S;�• � t 4B4 milR' u.- x -C CEW.OFAUM022M � SERIES 770ALUM. SGD - LM IMPACT 01111 t,�`` JOQN&Y7 NO CHANGES T1fIS SHEEP. awm.¢ 0=1 b ^� A. LYNN MILLER P.E. SGD-770 NT.s 21 • 22 PG7D130 is P.E.Y 58706 0.718" 0.63" 3.602" 2.304" 52" � 3,602" �-{ � 0.752' fo I� 0.885' 0.574" 0.796' 1.163" 0.062. 0.080" 0.062' i 0.264° JJJ 0.075" 0.233" .062" FRAME SILL P-HOOK MOUNTING SE- SCREW 5 COVER 11 TRACK zs P-HOOK 28 ADAPTOR 29 COVER 0.080' O P-HOOK FOR BOX RISER (6063-T6 AL) (6063-16 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 1.016" 31 135° CORNER (6063-T6 AL) 1:: Z;� F4" 4" JA88" 1.739"0.062" 1.600 0.133" 1.600 0.062" 1.303'.080"0" 1.888" 0.325' F► 3.125" -� I►- 3.125' 0.062° INTERLOCK INTERLOCK 32 135° FIXED MOUNT O STANDARD STILE 51 HEAVY DUTY STILE ez AR 65 SCREW COVER (6063 T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) 3.979' LLL 0.075' 1.645" 0.125® 87 STANDARD ASTRAGAL (6063-T6 AL) 4.125" 1.645' 0.062" 1.304" � I 1 0.281° --►-I Imo- F•�-- 3.25" ss HEAVY DUTY ASTRAGAL se TOPBOTTOM RAIL (6063-T6 AL) (6063-T6 AL) 1.050" ll 1.050°I 1.050" 2" .611" r�l .485. 04�05 -�•-- GLAZING 5G 7116" GLAZING 87 9/16' GLAZING 7s BEAD (I.G.) BEAD, FIXED BEAD PRODUCT REVISED 6063-T6 AL PANEL CLIP 6063-T6 AL es compiying with tho Florida ( ) ( ) ....Wing Code (6063-T6 AL) I NOA-Hm 17-0420.12 1.003' 1 03" Pxplratian Gate 02/17/2020 s 5.621' Mlam Da roduct Contro 0.757" � 0.080, 4, 0.050" toy .893" FIXED 0.709° 20.080" 0.133' PANEL CLIP I �� �Ij 1.498" 0.1 498" (6063 T6 AL) I"0.863 1 .550" FOCED PANEL ---0.777i09' t23 RETAINER. 718' t20 90° INSIDE CORNER ASTRAGAL 1"�`t, �( LYN 0.080' �� r (6063-TEAL) 2'8�" tte 90' OUTSIDE CORNER ASTRAGAL O(6063-TEAL) � N�CENgF�C����� (6063 T6 AL) Q FOCED PANEL 719 90° CORNER RECEIVER tos RETAINER. 9116' (8063--T6AL) _ * : No. 58705 (6063 T6 AL) 1070 TECHNOI.OGYMVE �b� ' � TV AL EXTRUSIONS ' O s qORIDPI S-111, , CERT.OFAHGLVMS SERIES 770 ALUM. SGD - LM IMPACT '`'�SSYONAL JR WW5%7 C NO CHANGESTHIS SHEET. mmacrvnax, serm�,c awr ar.e a..wk< as A. L111�ICAIlLUk§.E pap°r ��O sco-7m NTS 22 •-22 PGTO130 C P.E#M705 .Iw fJNf ll, N Xll °pEBB2LFD